MCMILLEN JACOBS ASSOCIATES - NEVADA IRRIGATION DISTRICT HEMPHILL DIVERSION PROJECT PLACER COUNTY, CALIFORNIA
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McMILLEN
JACOBS
ASSOCIATES
NEVADA IRRIGATION DISTRICT
HEMPHILL DIVERSION PROJECT
PLACER COUNTY, CALIFORNIA
VOLUME 2 - CONSTRUCTION DRAWINGS
MARCH 2022
NEVADA IRRIGATION DISTRICT
HEMPHILL DIVERSION PROJECT
PLACER COUNTY, CALIFORNIA
90% DESIGN
PROJECT LOCATION
VIRGINIATOWN RD
AUBURN RAVINE
EXISTING DIVERSION
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G001.dwg Plot date: Mar 01, 2022 01:33pm, CAD User: JoeNeves
EXISTING INTAKE STRUCTURE
LOCATION MAP
NTS
HEMPHILL CANAL
PROJECT LOCATION
TURKEY CREEK GOLF CLUB
VICINITY MAP PROJECT LIMITS
NTS NTS
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
G001
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES LOCATION MAP, VICINITY MAP AND PROJECT LIMITS PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION
90% 90% 90%
DRAWING DESCRIPTION DRAWING DESCRIPTION DRAWING DESCRIPTION
SUBMITTAL SUBMITTAL SUBMITTAL
SHEET NO. SHEET NO. SHEET NO.
GENERAL CIVIL STRUCTURAL
COVER SHEET Y GC001 GENERAL CIVIL NOTES Y GS001 STANDARD STRUCTURAL NOTES Y
G001 LOCATION MAP, VICINITY MAP AND PROJECT LIMITS Y C001 OVERALL SITE KEY PLAN Y GS002 STANDARD STRUCTURAL DETAILS 1 Y
G002 DRAWING INDEX Y C051 COFFERDAM AND DEWATERING PLAN Y GS003 STANDARD STRUCTURAL DETAILS 2 Y
G003 STANDARD ABBREVIATIONS Y C201 ROUGHENED CHANNEL - PLAN AND PROFILE Y GS004 STANDARD STRUCTURAL DETAILS 3 Y
G004 STANDARD SYMBOLS Y C202 ROUGHENED CHANNEL - SECTIONS 1 Y GS005 STANDARD STRUCTURAL DETAILS 4 Y
G005 OVERALL SITE PLAN AND PROJECT CONTROL Y C203 ROUGHENED CHANNEL - SECTIONS 2 Y S001 STRUCTURAL KEY PLAN Y
GENERAL SITE PLAN, CONTRACTOR STAGING, AND GENERAL
G006 Y C204 ROUGHENED CHANNEL - SECTIONS 3 AND DETAILS Y S301 CONE SCREEN ALCOVE - PLANS Y
ARRANGMENT
G007 HYDRAULIC PROFILE AND DESIGN CRITERIA Y C205 HEADWORKS AND FISH SCREEN - PLAN AND PROFILE Y S302 CONE SCREEN ALCOVE - SECTIONS Y
G008 PIPING SCHEDULE Y C206 HEMHILL CANAL - SECTION Y S401 HEAD GATE - PLANS Y
DEMOLITION S402 HEAD GATE - SECTIONS Y
D101 DEMOLITION KEY PLAN Y MECHANICAL
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G002.dwg Plot date: Mar 04, 2022 09:57am, CAD User: JoeNeves
D102 EXISTING DIVERSION - DEMOLITION PLAN AND PHOTOS Y GM001 STANDARD MECHANICAL SCHEDULE
D103 EXISTING HEADWORKS - DEMOLITION PLAN AND PHOTOS Y GM002 STANDARD MECHANICAL DETAILS 1
D104 EXISTING CANAL GAGE - DEMOLITION PLAN AND PHOTOS Y M301 CONE SCREEN PLAN AND SECTION
EROSION AND SEDIMENT CONTROL M302 CONE SCREEN DETAILS
EC001 EROSION AND SEDIMENT CONTROL - STANDARD DETAILS Y M401 HEAD GATE - PLAN, ELEVATION, AND SECTIONS
EC101 EROSION AND SEDIMENT CONTROL PLAN Y M402 HEAD GATE - DETAILS 1
ELECTRICAL
E101 ELECTRICAL SITE PLAN AND ELEVATION Y
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
G002
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES DRAWING INDEX PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION
A/C AIR CONDITIONING CL CENTERLINE, CLASS, CLOSE EXT EXTERIOR, EXTERNAL, EXTENSION IE INVERT ELEVATION NEG NEGATIVE REV REVISION, REVERSE UTIL UTILITY
A/E ARCHITECT/ENGINEER CLR CLEAR F TO F FACE TO FACE IF INSIDE FACE NF NEAR FACE, NON-FUSED RFL REFLECTED, REFLECTOR
A ARCHITECTURAL (DWG DISCIPLINE), AMP CMH COMMUNICATION MANHOLE FAB FABRICATE IH INTAKE HOOD NG NATURAL GAS RGS RIGID GALVANIZED STEEL V VENT, VELOCITY, VOLT
AB ANCHOR BOLT CMU CONCRETE MASONRY UNIT FBO FURNISHED BY OWNER IMP IMPACT NIC NOT IN CONTRACT RH RELIEF HOOD, RIGHT HAND, RELATIVE VA VOLT AMPERE
ABC AGGREGATE BASE COURSE CO CLEAN OUT, CONCRETE OPENING FC FLUSHING CONNECTION IN INCH NO NORMALLY OPEN, NUMBER HUMIDITY VAC VACUUM
ABAN ABANDON COL COLUMN FCA FLANGED COUPLING ADAPTER INC INCLUDE, INCANDESCENT NOM NOMINAL RL REQUIRED LAP VAR VARNISH, VARIABLE, VOLT AMPERES
AC ALTERNATING CURRENT COM COMMON FCV FIXED CONE VALVE INF INFLUENT NPS NOMINAL PIPE SIZE RND ROUND REACTIVE
ACST ACOUSTIC COMB COMBINATION FD FLOOR DRAIN INSTR INSTRUMENTATION NPT NATIONAL PIPE THREAD RNG RENEWABLE NATURAL GAS VB VAPOR BARRIER, VINYL BASE, VALVE BOX
AD ADDENDUM, AREA DRAIN COMM COMMUNICATION FDC FLEXIBLE DUCT CONNECTION INSUL INSULATION NS NEAR SIDE RO ROUGH OPENING VC VERTICAL CURVE
ADDL ADDITIONAL COMP COMPOSITION, COMPRESSIBLE, COMPOSITE FDR FEEDER INT INTERIOR, INTERSECTION NTS NOT TO SCALE ROW RIGHT-OF-WAY VCT VINYL COMPOSITION TILE, VERTICAL
ADH ADHESIVE CONC CONCENTRIC, CONCRETE FE FLANGED END INTR INTERMEDIATE, INTERIOR NWL NORMAL WATER LEVEL RPM REVOLUTIONS PER MINUTE CENTERLINE
ADJ ADJUSTABLE, ADJACENT CONN CONNECTION FEC FIRE EXTINGUISHER CABINET INV INVERT RR RAILROAD VEL VELOCITY
AEP ANNUAL EXCEEDANCE PROBABILITY CONST CONSTRUCTION FEXT FIRE EXTINGUISHER IP IRON PIPE O TO O OUT-TO-OUT RT RIGHT VENT VENTILATION
AF AMP FRAME, AMP FUSE CONT CONTINUOUS, CONTINUED FF FAR FACE, FACTORY FINISH, FLAT FACE IPS IRON PIPE SIZE OA OUTSIDE AIR, OVERALL VERT VERTICAL
AFF ABOVE FINISH FLOOR COORD COORDINATE FG FINISHED GRADE IPT INTERNAL PIPE THREAD OC ON CENTER S SOUTH, SINK, STRUCTURAL (DWG DISCIPLINE) VS VERSES, VAPOR SEAL
AFG ABOVE FINISH GRADE CORR CORROSIVE, CORRUGATED FIG FIGURE IRR IRRIGATION OCPD OVER CURRENT PROTECTION DEVICE SA SUPPLY AIR VOL VOLUME
AGGR AGGREGATE CP CHECKER PLATE, CONTROL POINT FH FIRE HYDRANT ISO ISOMETRIC OD OUTSIDE DIAMETER SAN SANITARY VPC VERTICAL POINT OF CURVATURE
AIC AMPS INTERRUPTING CAPACITY CPLG COUPLING FIN FINISH OH OVERHEAD SC SOLID CORE VPI VERTICAL POINT OF INTERSECTION
ALIG ALIGNMENT CSK COUNTERSINK FL FLOW, FLOW LINE JB JUNCTION BOX OPNG OPENING SCH SCHEDULE VPT VERTICAL POINT OF TANGENCY
ALUM ALUMINUM CTR CENTER FLEX FLEXIBLE JCT JUNCTION OPP OPPOSITE SCHEM SCHEMATIC VTR VENT THROUGH ROOF
ALT ALTERNATE, ALTITUDE CTRL CONTROL FLG FLANGE JF JOINT FILLER OPT OPTIONAL SCRN SCREEN VWC VINYL WALL COVERING
AMB AMBIENT CU COPPER, CUBIC FLOR FLUORESCENT JT JOINT ORD OVERFLOW ROOF DRAIN SE STEEL/ALUMINUM EDGE
ANC ANCHOR CW CLOCKWISE FLR FLOOR ORIG ORIGINAL SEC SECONDARY, SECONDS W/ WITH
AP ACCESS PANEL CY CUBIC YARD FLS FLASHING, FLUSH K KIP OVFL OVERFLOW SECT SECTION W/O WITHOUT
APRX APPROXIMATE FND FOUNDATION KB KNEE BRACE OVHG OVERHANG SEP SEPARATE W WATT, WEST, WIDE, WINDOW, WIRE, WIDE
APVD APPROVED ARCH ARCHITECTURAL D PENNY (NAIL MEASURE) FNC FENCE KCMIL THOUSAND CIRCULAR MILS OZ OUNCE SF SQUARE FOOT FLANGE BEAM
ASSY ASSEMBLY D DEEP, DIFFUSER FO FINISHED OPENING KD KNOCK DOWN SH SHOWER WC WATER CLOSET, WATER COLUMN
AT AMP TRIP DB DUCT BANK, DECIBEL, DRY BULB FOB FLAT ON BOTTOM KO KNOCK OUT P PAINT, PROCESS (DWG DISCIPLINE) SHT SHEET WD WIDTH
ATM ATMOSPHERE DBA DEFORMED BAR ANCHOR FOC FACE OF CONCRETE, FACE OF CURB, FIBER KSI KIPS PER SQUARE INCH PAR PARALLEL, PARAPET SHTG SHEATHING WF WIDE FLANGE, WASH FOUNTAIN
AUTO AUTOMATIC DBL DOUBLE OPTIC CABLE PB PANIC BAR, PULL BOX SIM SIMILAR WG WIRE GLASS, WATER GAGE
AUX AUXILIARY DC DIRECT CURRENT FOF FACE OF FINISH L ANGLE, LENGTH, LAVATORY PBD PARTICLE BOARD SL SLOPE WH WALL HYDRANT, WEEP HOLE
AVE AVENUE DEG DEGREE FOM FACE OF MASONRY LAM LAMINATE PC POINT OF CURVE, PIECE, PRECAST SLTD SLOTTED WL WATER LEVEL
AVG AVERAGE DEG C DEGREE CENTIGRADE FOS FACE OF STUDS LATL LATERAL PCC POINT OF COMPOUND CURVATURE SLV SLEEVE WLD WELDED
AWG AMERICAN WIRE GAGE DEG F DEGREE FAHRENHEIT FOT FLAT ON TOP LB LAG BOLT, POUND PCF POUNDS PER CUBIC FOOT SMLS SEAMLESS WM WIRE MESH
DEMO DEMOLITION FPT FEMALE PIPE THREAD LDR LEADER PCT PERCENT SOG SLAB ON GRADE WP WATERPROOF, WORKING POINT
B/B BACK TO BACK DEP DEPRESSED FR FRAME LF LINEAR FOOT PE PLAIN END SP SOUNDPROOF, STANDPIPE WTHP WEATHERPROOF
BAL BALANCE DEPT DEPARTMENT FRP FIBERGLASS REINFORCED PLASTIC LG LONG PED PEDESTAL SPC SPACING WS WATERSTOP, WATER SURFACE
BBD BULLETIN BOARD DET DETAIL FS FLOOR SINK, FAR SIDE LH LEFT HAND PEN PENETRATION SPEC SPECIFICATION WSEL WATER SURFACE ELEVATION
BC BASE CABINET, BOTTOM CHORD, BOLT DI DROP INLET, DUCTILE IRON FT FEET, FOOT LIN LINEAR PERF PERFORATED SPLY SUPPLY WT WEIGHT, WATER TIGHT
CENTER, BOLT CIRCLE DIA DIAMETER FTG FOOTING, FITTING FUR FURRED, FURRING LIQ LIQUID PERM PERMANENT SPT SET POINT WWF WELDED WIRE FABRIC
BD BOARD DIAG DIAGONAL, DIAGRAM FURN FURNITURE, FURNISH LL LIVE LOAD PERP PERPENDICULAR SQ SQUARE
BE BOTH ENDS, BELL END DIFF DIFFERENTIAL, DIFFERENCE FUT FUTURE LLH LONG LEG HORIZONTAL PF POWER FACTOR SR SHORT RADIUS XS EXTRA STRONG
BF BOTH FACES, BOTTOM FACE, BLIND FLANGE, DIM DIMENSION FV FACE VELOCITY LLV LONG LEG VERTICAL PH PHASE SS SERVICE SINK XXS DOUBLE EXTRA STRONG
BOARD FEET DISCH DISCHARGE FW FIELD WELD, FIRE WALL LMLU LIQUID MARKER LECTURE UNIT PI POINT OF INTERSECTION SST STAINLESS STEEL XSECT CROSS SECTION
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G003.dwg Plot date: Mar 01, 2022 01:51pm, CAD User: JoeNeves
BFV BUTTERFLY VALVE DIST DISTANCE, DISTRIBUTION FWD FORWARD LNG LONGITUDINAL PKG PACKAGE ST STREET
BITUM BITUMINOUS DIV DIVISION FWE FURNISHED WITH EQUIPMENT LOC LOCATION PL PLATE, PROPERTY LINE STA STATION YH YARD HYDRANT
BKG BACKING DL DEAD LOAD FXTR FIXTURE LP LOW POINT PLBG PLUMBING STD STANDARD YS YIELD STRENGTH
BL BASE LINE DN DOWN LPS LOW PRESSURE SODIUM PLF POUNDS PER LINEAR FOOT STIF STIFFENER
BLDG BUILDING DP DEPTH G GRILLE, GROUND, GENERAL (DWG DISCIPLINE) LR LONG RADIUS PNEU PNEUMATIC STIR STIRRUP
BLK BLOCK DS DOWN SPOUT GA GAGE (METAL THICKNESS) LT LEFT POL POLISH STL STEEL
BLKG BLOCKING DT DOUBLE TEE, DRIP TRAP ASSEMBLY GAL GALLON LTD LIMITED POS POSITIVE, POSITION STOR STORAGE
BM BENCHMARK, BEAM DUP DUPLICATE GALV GALVANIZED LTG LIGHTING PP POLYPROPYLENE, POWER POLE STR STRUCTURAL, STRAIGHT
BOC BACK OF CURB DWG DRAWING GB GRADE BREAK LTL LINTEL PRC POINT OF REVERSE CURVATURE SUB SUBSTITUTE
BOD BOTTOM OF DUCT DWL DOWEL GD GUARD LTNG LIGHTNING PREF PREFINISHED SUC SUCTION
BOG BOTTOM OF GRILLE GEN GENERAL LV LOW VOLTAGE PREFAB PREFABRICATED SUSP SUSPENDED
BOL BOTTOM OF LOUVER E EAST, ELECTRICAL (DWG DISCIPLINE) GFCI GROUND FAULT CIRCUIT INTERRUPTER LVR LOUVER PRELIM PRELIMINARY SY SQUARE YARD
BOP BOTTOM OF PIPE EA EACH, EXHAUST AIR GL GLASS LW LIGHTWEIGHT PREP PREPARE SYM SYMBOL
BOR BOTTOM OF REGISTER EC ELECTRICAL CONTRACTOR GP GUY POLE LWC LIGHTWEIGHT CONCRETE PRES PRESSURE SYMM SYMMETRICAL
BOT BOTTOM ECC ECCENTRIC GR GRADE LWL LOW WATER LEVEL PROP PROPERTY SYN SYNTHETIC
BOU BOTTOM OF UNIT EDB ELECTRICAL DUCT BANK GRND GROUND PROT PROTECTION SYS SYSTEM
BP BASE PLATE EE EACH END GRTG GRATING M MECHANICAL (DWG DISCIPLINE) PSF POUNDS PER SQUARE FOOT
BRG BEARING EF EACH FACE GT GREASE TRAP MA MIXED AIR PSI POUNDS PER SQUARE INCH T&B TOP AND BOTTOM
BRGP BEARING PLATE EG EXISTING GRADE GWB GYPSUM WALLBOARD MAINT MAINTENANCE PSIA POUNDS PER SQUARE INCH ABSOLUTE T&G TONGUE AND GROOVE
BRKT BRACKET EGL ENERGY GRADE LINE GYP GYPSUM HARDBOARD MAN MANUAL PSIG POUNDS PER SQUARE INCH GAGE T TILE, TREAD
BS BOTH SIDES EFF EFFLUENT, EFFICIENCY MAOP MAXIMUM ALLOWABLE OPERATING PRESSURE PT POINT, POINT OF TANGENCY TA TEMPERED AIR
BTU BRITISH THERMAL UNIT EHH ELECTRICAL HANDHOLE H HIGH MATL MATERIAL PTN PARTITION TAN TANGENT
BTW BETWEEN EIFS EXTERIOR INSULATION & FINISH SYSTEM HB HOSE BIB MAX MAXIMUM PVC POLYVINYL CHLORIDE TBM TEMPORARY BENCHMARK GENERAL NOTES:
BTWLD BUTT WELD EJ EXPANSION JOINT HBD HARDBOARD MB MACHINE BOLT PVMT PAVEMENT TEMP TEMPORARY, TEMPERATURE
BV BALL VALVE EL ELBOW, ELEVATION HC HANDICAPPED, HOLLOW CORE, HORIZONTAL MBR MEMBER PWD PLYWOOD THK THICK 1. THESE ABBREVIATIONS APPLY TO THE ENTIRE
BW BOTH WAYS ELEC ELECTRICAL CURVE MCJ MASONRY CONTROL JOINT PZ PIEZOMETER THRD THREAD SET OF CONTRACT DRAWINGS.
BYP BYPASS EMBD EMBEDDED HC HORIZONTAL CENTERLINE MECH MECHANICAL THRU THROUGH
EMER EMERGENCY HDR HEADER MED MEDIUM Q RATE OF FLOW TOB TOP OF BOLT, TOP OF BANK, TOP OF BEAM 2. LISTING OF ABBREVIATIONS DOES NOT IMPLY
C TO C CENTER TO CENTER EMH ELECTRICAL MANHOLE HDW HARDWARE MFR MANUFACTURER QTR QUARTER TOC TOP OF CURB, TOP OF CONCRETE ALL ABBREVIATIONS ARE USED IN THE
C&G CURB & GUTTER ENCL ENCLOSURE HEX HEXAGONAL MH MANHOLE, METAL HALIDE QTY QUANTITY TOD TOP OF DUCT CONTRACT DRAWINGS.
C CHANNEL SHAPE, CENTIGRADE, CONDUIT, ENGR ENGINEER HH HANDHOLE MIN MINIMUM QUAL QUALITY TOF TOP OF FOOTING
ENTR ENTRANCE HM HOLLOW METAL MIR MIRROR TOG TOP OF GRATING 3. ABBREVIATIONS SHOWN ON THIS SHEET
CIVIL (DRAWING DISCIPLINE)
EOP EDGE OF PAVEMENT HORIZ HORIZONTAL MISC MISCELLANEOUS R&R REMOVE AND REPLACE TOL TOLERANCE, TOP OF LEDGER INCLUDE VARIATIONS OF THE WORD. FOR
CAB CABINET
EOW EDGE OF WATER HP HIGH POINT, HORSEPOWER MJ MECHANICAL JOINT R&S REMOVE AND SALVAGE TOM TOP OF MASONRY EXAMPLE, "MOD" MAY MEAN MODIFY OR
CAP CAPACITY
EQ EQUAL HPC HORIZONTAL POINT OF CURVATURE MMB MEMBRANE R RADIUS, REGISTER, RISER TOP TOP OF PLATE MODIFICATION; "INC" MAY MEAN INCLUDED
CAT CATALOG
EQUIP EQUIPMENT HPS HIGH PRESSURE SODIUM MO MASONRY OPENING RA RETURN AIR TOPO TOPOGRAPHY OR INCLUDING; "REINF" MAY MEAN EITHER
CAV CAVITY
EQUIV EQUIVALENT HPT HORIZONTAL POINT OF TANGENCY MOD MODULAR, MODIFY RB RESILIENT BASE, ROCK BERM TOS TOP OF SLAB, TOP OF STEEL REINFORCE OR REINFORCING.
CB CATCH BASIN
CCB CONCRETE BLOCK ES EACH SIDE, EQUAL SPACE, EMERGENCY HR HOUR MON MONUMENT RBR REBAR TOW TOP OF WALL
SHOWER HS HEADED STUD, HIGH STRENGTH MPT MALE PIPE THREAD RCPT RECEPTACLE TP TELEPHONE POLE, TOE PLATE, TRAP PRIMER 4. SCREENING OR SHADING OF WORK IS USED
CCW COUNTER CLOCKWISE
ESEW EMERGENCY SHOWER AND EYE WASH HSS HOLLOW STRUCTURAL SHAPE MSL MEAN SEA LEVEL RD ROOF DRAIN, ROAD TPG TOPPING TO INDICATE EXISTING COMPONENTS OR TO
CF CUBIC FEET (FOOT) DE-EMPHASIZE PROPOSED IMPROVEMENTS
CHFR CHAMFER EST ESTIMATE HT HEIGHT MT MOUNT REC RECESS TRANS TRANSITION
EW EACH WAY, EMERGENCY EYE/FACE WASH HV HIGH VOLTAGE MU MASONRY UNIT RECD RECEIVED TRD TRENCH DRAIN TO HIGHLIGHT SELECTED TRADE WORK.
CHD CHORD REFER TO CONTEXT OF EACH SHEET FOR
CHH COMMUNICATION HANDHOLE EWC ELECTRIC WATER COOLER HVAC HEATING, VENTILATION & AIR CONDITIONING MULL MULLION RECT RECTANGULAR TYP TYPICAL
EWEF EACH WAY, EACH FACE HWD HARDWOOD MV MEDIUM VOLTAGE RED REDUCER USAGE.
CI CURB INLET
CIP CAST-IN-PLACE EWTB EACH WAY, TOP AND BOTTOM HWL HIGH WATER LEVEL MW MONITORING WELL REF REFERENCE U URINAL
EXC EXCAVATION HYD HYDRAULIC HZ HERTZ, CYCLES PER SECOND REINF REINFORCING UG UNDERGROUND 5. SEE SHEET PF001 FOR PROJECT SPECIFIC
CIPB CONCRETE INTERLOCKING PAVER BALLAST EQUIPMENT SYMBOLS, EQUIPMENT
CIRC CIRCULATION, CIRCULAR EXH EXHAUST N NORTH, NEUTRAL REQD REQUIRED ULT ULTIMATE
EXIST EXISTING I INSTRUMENTATION (DWG DISCIPLINE) NA NOT APPLICABLE RESIL RESILIENT UNFN UNFINISHED ABBREVIATIONS AND PIPING SYSTEM
CJ CONSTRUCTION JOINT, CONTROL JOINT ABBREVIATIONS.
CKT CIRCUIT EXP EXPANSION, EXPOSED ID INSIDE DIAMETER, INTERIOR DIMENSION NAT NATURAL RET RETAINING, RETURN UNO UNLESS NOTED OTHERWISE
NC NORMALLY CLOSED
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
G003
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES STANDARD ABBREVIATIONS PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION
SHEET SYMBOLS SITE PLAN LINE TYPES SITE PLAN SYMBOLS MISCELLANEOUS SYMBOLS HATCH SYMBOLS
ROCK, TYPE AS NOTED
CHANGE OF PIPE MTL (PLAN/SECTION)
PLAN X X FENCE LINE
ARROW INDICATES DIRECTION
SCALE: 1/2"= 1'-0" 0' 2' 4' OF PLAN NORTH
BED ROCK
P P OVERHEAD POWER OR END OF PIPE
CONIFER TREE: FIR, SPRUCE, LARCH
OR PINE, 8" DIAMETER OR LARGER. EXISTING GRADE
455 MAJOR CONTOUR (SECTION)
℄ CENTERLINE
SECTION IDENTIFICATION
456 MINOR CONTOUR DECIDUOUS TREE: COTTONWOOD, Ø DIAMETER
NEW SOIL
(1) SECTION CUT ON DRAWING C102: HAWTHORN, ASPEN, 8" DIAMETER ∠ ANGLE (SECTION)
EDGE OF WATERLINE OR LARGER.
SECTION LETTER ⅊ PLATE CONCRETE
A MH MANHOLE (SECTION/PLAN)
TOE TOE OF SLOPE ± PLUS/MINUS
C100
EB SAND, GROUT
DRAWING WHERE TOB TOP OF BANK ELECTRIC BOX
(PLAN/SECTION)
SECTION IS DRAWN ARCHITECTURAL SYMBOLS
SS SS SANITARY SEWER STORM DRAIN MANHOLE
STEEL
(2) ON DRAWING C103 THIS SECTION IS IDENTIFIED AS: (SECTION)
SD SD STORM DRAIN FH FIRE HYDRANT
SECTION LETTER 1 ELEVATION IDENTIFICATION GRATING
SECTION VIEW A EP EP EDGE OF PAVEMENT YH-X YARD HYDRANT (PLAN)
4 A101 2 ELEVATIONS
SCALE: 1/2"= 1'-0" C102
SURVEY CONTROL POINT, SHEET NUMBER MASONRY
EG EG EDGE OF GRAVEL AS NOTED. 3
DRAWING WHERE (PLAN)
DETAIL OCCURS*
W WATTLE POLE ANCHOR ROOM NAME ROOM NAME WOOD, SIZE/TYPE AS NOTED
(PLAN)
CF CF CONSTRUCTION FENCE POWER POLE 101 ROOM IDENTIFICATION
DETAIL IDENTIFICATION
ROOM NUMBER WOOD, SIZE/TYPE AS NOTED
(1) DETAIL CALL-OUT ON DRAWING C102: GAS GAS LINE LIGHT POLE (SECTION)
DETAIL NUMBER
1 IRR IRR IRRIGATION LINE SIGN
XX KEYNOTE
(NUMBER) RIP RAP (PLAN/SECTION)
C103
WTR WATER LINE
SURVEY HUB
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G004.dwg Plot date: Mar 01, 2022 01:50pm, CAD User: JoeNeves
DRAWING WHERE RIGID INSULATION
DETAIL IS SHOWN TYPE NUMBER (SECTION)
TEL TELEPHONE LINE SECTION CORNER ASSEMBLY TAG
1i
COM COMMUNICATION LINE BENCH MARK
(WALL, FLOOR, ROOF) ASPHALT CONCRETE PAVEMENT
SURFACE (PLAN/SECTION)
(2) ON DRAWING C103 THIS SECTION IS IDENTIFIED AS: OHP EXISTING HEADWALL
OVERHEAD ELECTRICAL/POWER ROOM REFERENCE
DETAIL NUMBER GRASS/VEGETATION
EXISTING MONITORING STATION (PLAN)
EUG UNDERGROUND ELECTRICAL 101A DOOR IDENTIFICATION
DETAIL 1 X X EXISTING FENCE
C102 DOOR LETTER BATT INSULATION
SCALE: 1/2"= 1'-0" P/L PROPERTY LINE (WHERE APPLICABLE) (SECTION)
STATE PLANE COORDINATE MARKER
DRAWING WHERE
DETAIL OCCURS* OHP EXISTING OVERHEAD
EXISTING TREE LINE
NEW CONSTRUCTION
POWER LINE 1t WINDOW IDENTIFICATION EXISTING
*NOTE: IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL) EXISTING BUILDING, STRUCTURES
ARE SHOWN ON SAME DRAWING. DRAWING NUMBER IS OHP&T EXISTING OVERHEAD WINDOW TYPE
REPLACED BY A LINE. POWER & TELEPHONE LINE (LETTER OR NUMBER) EXISTING TO BE REMOVED OR DEMOLISHED
EXISTING SECTION CORNER
T EXISTING OVERHEAD MONUMENT FOUND AS DESCRIBED
TELEPHONE LINE
EXISTING 5/8" REBAR CONTROL POINT CLEARING AND GRUBBING
STANDARD DETAIL IDENTIFICATION BT EXISTING BURIED TELEPHONE LINE MONUMENT, BORING LOCATION DATUM POINT
(1) DETAIL CALL-OUT ON PLAN OR SECTION: EVIDENCED BY PEDESTALS &
WARNING PADDLES CONTROL POINT OR WORK POINT ASPHALT
W EXISTING HOSE BIB
STANDARD DETAIL NUMBER
EXISTING FENCE LINE EXISTING PORTABLE IRRIGATION
P
M101 WATER PUMP
GRASS/VEGETATION
PROJECT BOUNDARY
EXISTING 6" WATER WELL
TREE PROTECTION FENCE WELL GRAVEL
(2) ON DETAIL DRAWINGS, IDENTIFIED AS: TC TURBIDITY CURTAIN EXISTING ELECTRICAL OUTLET
SF SF SILT FENCE
STANDARD EXISTING POWER POLE
P
DETAIL M101
DETAIL NUMBER
T EXISTING TELEPHONE PEDESTAL
CONTROL POINT GENERAL NOTES:
ELEVATION/IMAGE IDENTIFICATION
PUMP 1. ALL SYMBOLS ARE NOT NECESSARILY USED. THIS IS A STANDARD
DRAWING SHOWING COMMON SYMBOLS ON THIS PROJECT.
1
D104 PUMP 2. SCREENING OR SHADING OF WORK IS USED TO INDICATE
EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED
IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER
TP TEST PIT LOCATION TO CONTEXT OF EACH DRAWING FOR USAGE.
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
G004
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES STANDARD SYMBOLS PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION
CONTROL POINTS
POINT NO NORTHING EASTING DESCRIPTION
2 1 2089326.97 6774549.86 IP NID CONTROL
2 2089526.57 6774319.84 IP NID CONTROL
9 2089344.56 6774076.80 IP NID CONTROL
1000 2089204.03 6774537.25 1/4 RBR NID CONTROL
1004 2089299.66 6774594.71 BOLT NID BM
AUBURN RAVINE
20 205
0
1
195 203
9
202
19 1004
5
20
0
200
200
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G005.dwg Plot date: Mar 04, 2022 09:59am, CAD User: JoeNeves
200 200
20 0
200 205
19
5 19 95
2005
20
129050
200
0
20
220000
5
200
1 200
HEMPHILL CANAL 200
200 195
19
5
1000
2
20 05
0
195
195
200
20
0
20
5
205
200
2
20 00
205
5
205
200
205
205
TURKEY CREEK
GOLF CLUB
205 5
20
20
5
PLAN
0" 40' 80'
SCALE: 1"= 40'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS OVERALL SITE PLAN AND PROJECT
CHECKED V. AUTIER
G005
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES CONTROL PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION
31859
UNDERGROUND
AUBURN RAVINE ELECTRIC LINE
NORTH ACCESS
ELDERBERRY LOCATION - APPROX. 40 FEET
FROM TEMPORARY IMPACT AREA.
ELDERBERRIES WILL BE MARKED, AND
PROTECTED THROUGHOUT CONSTRUCTION
CONTRACTOR
STAGING AREA
APPROXIMATE LOCATION OF
DOWNSTREAM COFFER DAM
PERMANENT TEMPORARY AREA OF
AREA OF IMPACT IMPACT (1.01 ACRES,
INCLUDES CONTRACTOR
STAGING)
APPROXIMATE LOCATION
OF UPSTREAM COFFER DAM PERMANENT AREA OF
IMPACT (.73 ACRES)
UNDERGROUND
ELECTRICAL WIRE
2
120012
21099877890
2 032109
3
200092109
22198
119
TEMPORARY
197
196 AREA OF IMPACT
HEMPHILL CANAL 122090679801
20 234
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G006.dwg Plot date: Mar 04, 2022 10:24am, CAD User: JoeNeves
REGRADE PORTION OF
HEMPHILL CANAL
REMOVE EXISTING STRUCTURE
AND CONSTRUCT A NATURE
LIKE ROUGHENED CHANNEL
REMOVE EXISTING HEADGATE
AND REPLACE WITH NEW FISH
SCREEN AND HEADGATE.
SOUTH ACCESS
TURKEY CREEK ELDERBERRY LOCATION - APPROX. 20 FEET
GOLF CLUB FROM TEMPORARY IMPACT AREA.
ELDERBERRIES WILL BE MARKED, AND
PROTECTED THROUGHOUT CONSTRUCTION
CONTRACTOR
STAGING AREA
SOUTH ACCESS
PLAN
SCALE: 1"= 50'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS GENERAL SITE PLAN, CONTRACTOR CHECKED V. AUTIER
G006
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES STAGING AND GENERAL PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW ARRANGEMENT
REV DATE BY DESCRIPTIONSHEET NOTES:
1. WSEL ASSOCIATED WITH 95% EXCEEDANCE FLOW
INCLUDES A DIVERSION OF 6 CFS TO THE HEMPHILL
CANAL.
2. WSEL ASSOCIATED WITH 18 CFS DIVERISON TO
208 208 HEMPHILL CANAL ASSUMES ROUGHENED CHANNEL
100 YEAR AEP WSEL AND FISH SCREEN DESIGN CRITERIA ARE MET.
AUBURN RAVINE HYDROLOGIC DESIGN CRITERIA
204 204
EXISTING CONCRETE CRITERIA DISCHARGE (CFS) COMMENTS
DIVERSION STRUCTURE
5% EXCEEDANCE 172 HIGH FLOW FOR FISH PASSAGE
200 200 95% EXCEEDANCE 13 LOW FLOW FOR FISH PASSAGE
APPROX 5% WSEL - 199.02
PROPOSED ROUGHENED CHANNEL 100-YR AEP 15643 100-YR FLOW FROM FEMA FIS
APPROX 95% WSEL - 198.05 (SEE NOTE 1)
EG
196 196
ROUGHENED CHANNEL DESIGN CRITERIA
CRITERIA UNIT VALUE COMMENTS
192 192 SLOPE % 4 MAX SLOPE PER CDFW
LENGTH FT 160
MIN DEPTH OF FLOW FT 1 FOR UPSTREAM ADULT PASSAGE
188 188
184 184
HYDRAULIC PROFILE - AUBURN RAVINE
SCALE: NTS
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G007.dwg Plot date: Mar 04, 2022 10:45am, CAD User: JoeNeves
HEMPHILL CANAL HYDROLOGIC DESIGN CRITERIA
CRITERIA DISCHARGE (CFS) COMMENTS
208 208 LOW FLOW 3 NORMAL LOW FLOW
APPROX. WSEL - 100-yr EVENT NORMAL FLOW 6 CURRENT AVERAGE FLOW
EG CANAL MAX FLOW 18 MAX FLOW PER WATER MASTER PLAN
HEADGATE
204 204
PVI 1+20.00
PVI 3+23.53
EL 196.29
EL 196.24
ALCOVE
PVI 1+00.95
CONE
EL 194.57
SCREEN HEMPHILL
CANAL
200 5% WSEL - 199.5 200
FISH SCREEN CRITERIA
95% WSEL - 198.05 (SEE NOTE 1) WSEL - 18 CFS - 198.57 (SEE NOTE 2)
CRITERIA UNIT VALUE
AUBURN WSEL - 6 CFS - 197.57 MAX APPROACH
RAVINE -0.02% FPS 0.33
VELOCITY
196 2% 196
9.0
FG
192 192
190 190
HYDRAULIC PROFILE - HEMPHILL CANAL
SCALE: NTS
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS HYDRAULIC PROFILE AND DESIGN
CHECKED V. AUTIER
G007
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES CRITERIA PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONALLOWABLE PIPING MATERIAL GROUP NO. FIELD TEST REQUIREMENTS PIPING MATERIAL SCHEDULE (SEE NOTE 1) TYPICAL PIPE DESIGNATION:
FLUID ABBREVIATION
FUNCTION (SEE NOTE 1 AND 4) (SEE NOTE 3 AND NOTE 4) MATERIAL GROUP NUMBER
GROUP LININGS AND COATINGS (SEE NOTE 12)
PIPE MATERIAL FITTINGS / JOINTS
THIS LIST MAY INCLUDE FLUIDS NOT EXPOSED PIPING BURIED PIPING NO. (SEE NOTE 13) 2" UW (24)
USED IN THIS PROJECT (SEE NOTE 14) (SEE NOTE 13) POLYVINYL CHLORIDE PRESSURE PIPE AWWA C900 (FOR DIA'S 4"-12") DUCTILE IRON FITTINGS, 150 PSI, FOR POLYVINYL CHLORIDE PIPE, SEE SECTION 331110 &
MINIMUM TEST TEST LEAKAGE ALLOWANCE
19 OR AWWA C905 (FOR DIA'S 14"-36") WITH BELL AND SPIGOT JOINTS. AWWA C110 CEMENT MORTAR LINED, AWWA C104. 331121 (FOR FITTINGS) PIPE DIAMETER FLUID ABBREVIATION
PRESSURE PSI MEDIUM (SEE NOTE 2)
( * SEE NOTE 5) 3" DIA AND 4" DIA AND 3" DIA AND 4" DIA
SMALLER LARGER SMALLER AND LARGER NOTES:
NOTE 1
COMMONLY USED FUNCTIONS ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON THIS
SHEET FOR A GIVEN FLUID SERVICE, CONTRACTOR SHALL PROVIDE
IW IRRIGATION WATER 19 19 75 WATER (A) ONLY THE PIPE MATERIAL GROUP SHOWN ON THE DRAWINGS AND
SPECIFIED FOR THAT FLUID SERVICE.
NOTE 2
LEAKAGE ALLOWANCE IS AS FOLLOWS
A. PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE.
B. PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE FOR
UNBURIED PIPE AND NOT MORE THAN 0.02 GALLON PER HOUR
PER INCH DIAMETER PER 100 FEET OF BURIED PIPE.
C. PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE OF MORE
THAN 0.15 GALLON PER HOUR PER INCH OF DIAMETER PER 100
FEET OF PIPE.
D. PIPES SO DESIGNATED SHALL NOT SHOW A LOSS OF PRESSURE
OF MORE THAN 5 PERCENT.
E. PIPE SO DESIGNATED SHALL NOT SHOW A LOSS OF VACUUM OF
MORE THAN 4 INCHES MERCURY COLUMN.
NOTE 3
FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST REQUIREMENTS,
SEE PIPING SECTION OF SPECIFICATIONS.
NOTE 4
NO SUBSTITUTIONS U.N.O. IN THE SPECIFICATIONS.
NOTE 5
PIPING GROUP FUNCTION SHOWN THUS * SHALL BE INSULATED PER
SPECIFICATIONS.
NOTE 6
STATIC WATER TEST WITH SURFACE 5 FEET ABOVE HIGH POINT OF
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\G008.dwg Plot date: Mar 04, 2022 11:02am, CAD User: JoeNeves
PIPE.
NOTE 7
INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH
APPLICABLE PLUMBING CODE.
NOTE 8
NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS.
NOTE 9
INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH
APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS.
NOTE 10
PIPING MATERIALS SHALL BE IN ACCORDANCE WITH NATIONAL FIRE
PROTECTION ASSOCIATION STANDARDS.
NOTE 11
FOR VALVES 4" AND LARGER SEE VALVE SCHEDULE FOR SPECIAL
VALVES SEE SPECIFICATIONS.
NOTE 12
CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED
THUS:
NOTE 13
FOR FULL PIPE LINING AND COATING REQUIREMENTS, SEE
SPECIFICATIONS.
NOTE 14
EXPOSED OUTDOOR PIPING SHALL BE PAINTED IN ACCORDANCE WITH
SPECIFICATIONS. COLORS TO BE SELECTED BY OWNER.
NOTE 15
NATURAL GAS BURIED PIPE SHALL BE POLYETHYLENE BASED PIPE IN
ACCORDANCE W/ LOCAL GAS UTILITY PIPE REQUIREMENTS FOR
PRESSURE GAS SERVICE.
NOTE 16
ALL FISH RELEASE PIPE BENDS SHALL HAVE A MINIMUM RADIUS OF 5
TIMES THE PIPE DIAMETER. FITTINGS FOR FISH RELEASE PIPE SHALL BE
OF THE SAME MATERIAL AS THE PIPING. ALL FISH RELEASE PIPING
SHALL BE FREE OF BURRS AND ROUGH SURFACES. ALL PIPING JOINTS
SHALL BE SMOOTH AND FREE OF SURFACE BLEMISHES.
NOTE 17
FOR HDPE PIPING THE SIZE OF PIPE SHOWN ON DRAWING CALL-OUTS
SHALL BE THE MINIMUM INSIDE DIAMETER. PIPE WALL THICKNESS
SHALL BE PER DR RATING REQUIREMENT.
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
G008
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES PIPING SCHEDULE PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION199.5
FL
201.9
FL
24"
20
0
199.0
FL
36"
198.8
FL
36"
198.3
FL
REMOVE TREES
195 203 18"
197.7 18"
FL 18"
2" PIPE PVC
202
22"
2" PIPE PVC
DOWN
23" TRAVIS WHALEN MEMORIAL
19
5 6" PIPE PVC
1 EXISTING DIVERSION
D102 DEMOLITION PLAN
20
0
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\D101.dwg Plot date: Mar 04, 2022 11:04am, CAD User: JoeNeves
REMOVE TREES
12"
REMOVE TREES 12"
12"
22"
20"
200
35"
30"
30"
30"
36"
200
16"
32" 1 EXISTING HEADWORKS 28"
U D106 DEMOLITION PLAN
U
24"
196.0 200 24"
FL
22" 200
36" WIDE 32"
40" SPLIT UNK UTILITY
18"
WATER 30"
20 0 196.3
FL 20
220012
30"
36"
11997890
U IRR
200 REMOVE TREE
19
12"
33" NID PESTICIDE
5
11199987
30"
2200109 INV. 48" (NE)=197.59
19500
2
20032 200
2
18" 197.6
FL 14" STUMP
220032
19
5
20 20010 20"
2000
19"
2 99 200
195 0
1197
198
197.7 196 INV. 48" (SW)=197.65
20
FL
19
19
19 678 0
12920
EXISTING CANAL GAGE 1 200901
20
20 2
DEMOLITION PLAN D109 24" 2034 24"
20"
14"
PLAN
0" 20' 40'
SCALE: 1"= 20'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
D101
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES DEMOLITION KEY PLAN PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONSHEET KEY NOTES:
A REMOVE EXISTING GROUTED AND NON-GROUTED RIPRAP.
B REMOVE EXISTING DIVERSION STRUCTURE.
A
3
-
202
B
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\D102.dwg Plot date: Mar 02, 2022 03:06pm, CAD User: JoeNeves
PHOTO 2
SCALE: NTS -
2
-
PLAN 1
SCALE: 1"= 10' 0" 10' 20' D101
PHOTO 3
SCALE: NTS -
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS EXISTING DIVERSION DEMOLITION PLAN
CHECKED V. AUTIER
D102
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES AND PHOTOS PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONSHEET KEY NOTES:
A REMOVE EXISTING HEADGATE STRUCTURE AND PIPE CANAL.
200
A
200
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\D103.dwg Plot date: Jan 26, 2022 12:18pm, CAD User: JoeNeves
PLAN 1 PHOTO 2
SCALE: 1"= 10' 0" 10' 20' D101 SCALE: NTS -
PHOTO 3
SCALE: NTS -
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS EXISTING HEADWORKS DEMOLITION PLAN
CHECKED V. AUTIER
D103
DRAWING IS NOT TO SCALE. ASSOCIATES AND PHOTOS PROJECT DATE 01/19/21
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONSHEET KEY NOTES:
A REMOVE EXISTING FLOW MEASUREMENT FLUME.
20 A
20 2
2001
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\D104.dwg Plot date: Mar 02, 2022 03:13pm, CAD User: JoeNeves
19
1199789
19
119987
2009
20
20 1
2032
200
220000
200
PLAN 1 PHOTO 2
SCALE: 1"= 10' 0" 10' 20' D101 SCALE: NTS -
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS EXISTING CANAL GAGE DEMOLITION PLAN
CHECKED V. AUTIER
D104
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES AND PHOTOS PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONCHECK DAM
ANGLE ENDS CONNECT END OF ROLLS BY "POST
UPSLOPE SPACING OVERLAP" OR "TURNED ENDS" FENCE SPACING ON GRADE
FENCE
A (SEE TABLE)
POST
FLOW SPACING FLOW GR
AD
E%
PLAN VIEW AT DITCH SECTION
A PLAN
SEDIMENT FENCE SEDIMENT FENCE
SUPPORTED FENCE WIRE MESH
TABLE 1
POST FENCE SPACING FOR GENERAL APPLICATION
SEDIMENT FENCE GEOTEXTILE
INSTALL PARALLEL ALONG
EXIST (TYPE 1) CONTOURS AS FOLLOWS
CHECK DAM
2'
GROUND FLO EXIST MAXIMUM SPACING
W EXIST (RD1005) GRADE
GROUND ON GRADE EXISTING
GROUND GRADE ≤ 0% 300'
COMPACTED ROAD 25'-0"R MIN,
6"
10% ≤ GRADE < 15% 150' TYP
NATIVE BACKFILL 1' 15% ≤ GRADE < 20% 100'
112'
6" MIN 20% ≤ GRADE < 30% 50'
MIN 30% ≤ GRADE 25' 4"-8" QUARRY
PAY LIMITS SPALLS
SECTION A FOR SUPPORTED SEDIMENT FOR CHECK DAM
ATTACH SEDIMENT FENCE TABLE 2
FENCE, BACK SEDIMENT FENCE
GEOTEXTILE TO WIRE MESH POST SPACING 1
WITH FASTENERS STAGGERED
GEOTEXTILE WITH WIRE MESH ELEVATION VIEW AT DITCH INSTALL
4' SUPPORTED SEDIMENT FENCE
AT THE TYPICAL VERTICAL AND FASTENERS PER POST MIN. SECTION OR LOW AREAS TEMPORARY
HORIZONTAL SPACING SHOWN MESH TO POST WITH 5 UNSUPPORTED SEDIMENT FENCE WITH 18" CULVERT
FASTENERS PER POST MIN 6' GEOTEXTILE ELONGATION * LESS THAN 50% 1'-0" MIN
UNSUPPORTED SEDIMENT FENCE WITH PROVIDE FULL WIDTH
24" SEDIMENT FENCE 4' GEOTEXTILE ELONGATION * MORE THAN 50% AS REQUIRED, 100' MIN EXCEPT, OF INGRESS/EGRESS
GEOTEXTILE
24"
12" MAY BE REDUCED TO 50' MIN AREA - 15'-0" MIN
EXIST * GEOTEXTILE GRAB ELONGATION VALUE AS FOR SITES WITH LESS THAN ONE
12"
1 POST
GROUND SPACING MIN DOCUMENTED BY "LEVEL B" MANUFACTURER'S ACRE OF EXPOSED SOIL.
TURNED ENDS DOCUMENTATION (SEE STANDARD SPECIFICATIONS).
6"
11 2 TURNS
DEPTH
POST SPACING OVERLAP
MIN
20"
FASTENERS 1 PLACE CONSTRUCTION GEOTEXTILE FOR SOIL
BOTTOM OF GEOTEXTILE END STABILIZATION AND A MINIMUM OF 0.15'
TRENCH CONNECTIONS CRUSHED ROCK UNDER THE SPALLS, FROM THE
POST SPACING EDGE OF THE EXISTING ROADWAY TO THE RADIUS
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\EC001.dwg Plot date: Mar 02, 2022 03:27pm, CAD User: JoeNeves
RETURNS, OR AS DIRECTED BY THE ENGINEER.
ELEVATION
SILT FENCE DETAIL TEMPORARY ENTRANCE
EC101 EC103
SCALE: NTS SCALE: NTS
SEDIMENT TRAPPING AREA, TYP
3 3 WATTLE SPACING TABLE
4" x 4" WOODEN
STAKE, TYP SLOPE MAXIMUM SPACING
(SEE NOTE 3)
3" MAX
2" MIN
FLOTATION COVER 5
16"Ø GALV 1:1 10 FEET 45°
AIRCRAFT CABLE OUTSIDE INSIDE
2:1 20 FEET
3:1 30 FEET
4:1 40 FEET
>4:1 80 FEET
3 LINES OF 2 STRAND
BARBED WIRE
EMBEDMENT
GEOTEXTILE FILTER CHAIN LINK FABRIC
8" MIN
FABRIC SKIRT
LINE POSTS @ 10' OC MAX
(8'-0")
TENSION WIRE
WATTLE SPACING
(SEE TABLE) PREFAB FENCE BASE
1'-6"
TYP
2"
1
HEAVY DUTY 2"Ø GALV ELEVATION SANDBAGS, TYP AS REQ'D
CHAIN BALLAST FLOW
STEEL "T" POST NOTES STAGGER
JOINTS, TYP
1. INSTALL WATTLES ALONG CONTOURS. SEE TABLE FOR SPACING.
2. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY STAKE AT EACH END
AFTER A RUNOFF PRODUCING RAINFALL, TO ENSURE THEY REMAIN 4' MAX OC ALONG
THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. ENTIRE LENGTH
NOTE: 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. NOTES:
4. INSTALL WATTLES SNUGLY INTO THE TRENCH. ABUT ADJACENT
1. TURBIDITY BLANKET TO BE CSI GEOSYNTHETICS OR EQUAL. WATTLES TIGHTLY, END TO END, WITHOUT OVERLAPPING THE ENDS. 1. SEE SPECIFICATIONS FOR FENCE MATERIAL, COATINGS, AND
5. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLE AND INTO THE PLAN VIEW INSTALLATION REQUIREMENTS.
2. EXTENSION ARM MAY BE TURNED IN AT OPTION OF OWNER.
SOIL, WHEN SOIL CONDITIONS REQUIRE.
6. INSTALL AT TOE OF SLOPES. SLOPES GREATER THAN 15' IN LENGTH
SHALL HAVE A WATTLE INSTALLED MID SLOPE.
TURBIDITY CURTAIN WATTLE CONSTRUCTION FENCING DETAIL EC111
EC105 EC107
SCALE: NTS SCALE: NTS SCALE: NTS
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS EROSION AND SEDIMENT CONTROL -
CHECKED V. AUTIER
EC001
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES STANDARD DETAILS PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONSHEET NOTES: EROSION AND SEDIMENT CONTROL NOTES:
1. ALL SURFACES DISTURBED BY THE CONTRACTOR'S GENERAL NOTES:
ACTIVITIES SHALL BE SEEDED AND MULCHED AS
SHOWN. 1. THE CONTRACTOR SHALL SUBMIT AN EROSION AND SEDIMENT CONTROL
2. ALL FILL MATERIALS AND COMPACTION PLAN FOR WORK DURING CONSTRUCTION THAT MEETS ALL FEDERAL,
REQUIREMENTS ARE DEFINED IN SPECIFICATION STATE, AND LOCAL REQUIREMENTS.
SECTION 31 00 00. A. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
3. MATCH EXISTING GRADE AND PROVIDE SMOOTH MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES
TRANSITION BETWEEN ALL NEW SURFACING AND (MULCHING OF STRAW, SAND DIVERSION DITCHES, ETC.) DICTATED
EXISTING GRADE. BY FIELD CONDITIONS TO PREVENT EROSION OR THE
CF
INTRODUCTION OF DIRT, MUD, OR DEBRIS TO EXIST PUBLIC OR
CF
PRIVATE ROADWAY, ONTO ADJACENT PROPERTIES, OR INTO
EC103 SHEET KEY NOTES: AUBURN RAVINE DURING ANY PHASE OF CONSTRUCTION
OPERATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO ADDITIONAL
CF
A. CONSTRUCTION ACCESS ROAD EROSION AND SEDIMENT CONTROL MEASURES NOTED BELOW.
B. CLEAR AND GRUB VEGETATION B. THE GENERAL EROSION AND SEDIMENT CONTROL PLAN ON THE EC
CF
DRAWINGS ARE PROVIDED TO AID THE CONTRACTOR IN
DEVELOPING THE EROSION AND SEDIMENT CONTROL PLAN
MIXTURE LBS/ACRE ACCORDING TO CONTRACTOR SCHEDULE AND PHASING OF THE
PROJECT.
CF
ACHILLEA MILLEFOLIUM (YARROW)
CF
5 C. EROSION CONTROL DETAILS ARE FOR INFORMATION ONLY TO AID
THE CONTRACTOR. THE FINAL LOCATIONS AND DETAIL SHALL BE
UHLENBERGIA RIGENS (BASKET GRASS) 8 SHOWN ON THE CONTRACTOR'S PREPARED STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) DOCUMENT.
CF
CF
FESTUCA RUBRA (RED FESCUE) 8 D. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY EROSION
CONTROL MEASURES FOR THE DURATION OF THE PROJECT.
EC105 EC101 A ESCHSCHOLZIA CA (CA POPPY) 1-2 MAINTENANCE OF BOTH TEMPORARY AND PERMANENT EROSION
CONTROL MEASURES SHALL BE CONSIDERED INCIDENTAL.
CF
LUPINUS NANUS (DWARF LUPINE) 1-2
CF
E. ALL BMP REQUIRED MATERIALS SHALL MEET OR EXCEED STATE OF
CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA)
FERTILZER 16-20-0 OR 10-10-`0 RATIO* 150 REQUIREMENTS.
F. CONTRACTOR SHALL DEVELOP A SPILL PREVENTION, CONTAINMENT,
CF
NATIVE GRASS STRAW** 3,000
CF
SF AND RESPONSE PLAN THAT WILL BE ATTACHED TO THE SWPPP.
SF
*COMMON LAWN FERTILIZER ACCEPTABLE. G. THE CONTRACTOR'S ECP SHALL MEET OR EXCEED THE
REQUIREMENTS OUTLINED IN SPECIFICATION SECTION 31 25 00
TC
**CDFA CERTIFIED AS NOXIOUS-WEED FREE; IF NOT AVAILABLE,
SUBSTITUTE WITH RICE STRAW. EROSION SEDIMENTATION CONTROLS.
CF
CF CF ***OR DEFINED IN THE CEQA DOCUMENT
EC111
CF
GRADING AND FINAL STABILIZATION:
CF 1. CLEARING, GRUBBING, AND GROUND DISTURBING ACTIVITIES SHALL BE
CONFINED TO WITHIN CLEARING LIMITS AND SHALL MEET THE
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\EC101.dwg Plot date: Mar 04, 2022 12:01pm, CAD User: JoeNeves
REQUIREMENTS OF SPECIFICATION 31 11 00. NO GRADING OR
CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE OF THE PROPOSED
CF
CF
B
IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS FOR THIS
CF PROJECT. PRESERVE EXIST VEGETATION BEYOND DISTURBED AREA -
UTILIZE AS NATURAL BUFFER STRIPS.
CF
2. DURING CONSTRUCTION, PROVIDE POSITIVE DRAINAGE AWAY FROM
CF
CF FACILITIES.
CF
CF 3. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT
CF CF CONTROL FACILITIES, FENCING, AND STAGING AREA MATERIALS WHEN
CF CONSTRUCTION IS COMPLETE. NO CONSTRUCTION DEBRIS, DEMOLITION
CF
MATERIALS, OR EXCESS EQUIPMENT SHALL BE LEFT ON SITE.
CF 4. CONTRACTOR SHALL REGRADE DISTURBED SLOPED TO NEAR EXIST
SF
CF CONDITION AS APPROVED BY THE OWNER.
CF
EC111 5. ESTABLISH A TEMPORARY VEGETATIVE COVER ON ALL DISTURBED AREAS
CF
AS SOON AS PRACTICAL AFTER THE LAST GROUND DISTURBING
EC101 ACTIVITIES IN THE AREA. CONTRACTOR SHALL RESEED ALL DISTURBED
SF
AREAS WITH NATIVE VEGETATION, PER SPECIFICATION 31 25 00.
B
CF
CF
A BMP MEASURES:
SF
CF
1. ALL RUNOFF FROM SITE CONSTRUCTION ACTIVITIES AND FROM RAINFALL
CF
CF
SF
EVENTS SHALL BE DETAINED ON SITE AND FILTERED PRIOR TO DISCHARGE.
STORMWATER RUNOFF SHALL NOT BE ALLOWED TO LEAVE THE SITE
CF
UNTREATED (LADEN W/ SUSPENDED SEDIMENT). IF THIS OCCURS, THE
CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY PERMIT
VIOLATIONS AND FINES.
CF
EC111
2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT
CF
ACCUMULATION OF CONSTRUCTION WASTE AND LITTER ON-SITE.
3. CONTRACTOR SHALL INSTALL SILT FENCE AND/OR STRAW WATTLES AS
EC103 INDICATED AND IN ANY ADDITIONAL LOCATIONS WHERE MATERIAL COULD
LEAVE THE CONSTRUCTION SITE, AT CONTRACTOR'S EXPENSE.
4. THE SILT FENCE AND/OR STRAW WATTLES SHALL BE INSTALLED PRIOR TO
ANY CONSTRUCTION ACTIVITIES.
5. CONTRACTOR SHALL HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER
EQUIPMENT TO FACILITATE DUST ABATEMENT AND CONTROL. CONTRACTOR
SHALL PROVIDE ALL WATER NECESSARY FOR SPRINKLER OPERATIONS.
6. STOCKPILED EXCAVATION MATERIALS SHALL BE PROTECTED FROM WATER
AND WIND EROSION BY COVERING AS APPROPRIATE. WHEN EXPOSED FOR
MORE THAN 14 DAYS, COVER STOCKPILES WITH IMPERMEABLE TARPS TO
PROTECT DISTURBED SOILS AND SLOPES.
7. ALL TOP SOIL SHALL BE STRIPPED AND PLACED IN SEPARATE STOCKPILE.
AFTER BANK RESTORATION TO EXIST GRADE, TOP SOIL SHALL BE PLACED
AND RESEEDED.
8. CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES SPILL PREVENTION AND
CONTROL MEASURES.
ESC PLAN 9. ENSURE ALL EQUIPMENT IS CLEAN AND FREE OF OIL/FUEL LEAKS, DIRT,
SCALE: 1"= 60' 0" 60' 120' PLANTS, AND ANIMALS OR FRAGMENTS OF PLANTS, AQUATIC INVASIVE
SPECIES, AND OTHER VEGETATIVE MATTER.
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS EROSION AND SEDIMENT CONTROL
CHECKED V. AUTIER
EC101
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES PLAN PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONCIVIL GENERAL NOTES:
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL EXIST UTILITIES IN
AND AROUND THE AREAS OF NEW CONSTRUCTION. THE CONTRACTOR SHALL POTHOLE FOR EXIST
UTILITIES PRIOR TO SUBMITTAL OF SHOP DRAWINGS, FOR POINTS OF CONNECTIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXIST UTILITIES TO REMAIN.
3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM
AVAILABLE RECORDS. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR
UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL VERIFY ALL
LOCATIONS AND ELEVATIONS AND SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO
PROTECT UTILITY LINES WHETHER SHOWN OR NOT SHOWN.
4. THE CONTRACTOR SHALL CONTACT THE UTILITY AGENCIES FOR FIELD LOCATION OF UTILITIES, AT
LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION.
5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXIST
IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS
DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR
RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION.
6. ALL TRENCHING AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
7. PRIOR TO ANY CONNECTION TO AN EXIST UTILITY, THE CONTRACTOR SHALL COORDINATE WITH
THE UTILITY AGENCIES.
8. A DIG ALERT IDENTIFICATION NUMBER MUST BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR THE DIG ALERT ID NUMBER, CONTRACTOR SHALL CALL THE LOCAL UTILITY AT LEAST 48
HOURS BEFORE ANY EXCAVATION IN THE VICINITY OF ANY EXIST UNDERGROUND FACILITIES PER
THE CONTRACT DOCUMENTS.
9. CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE DAMAGED OR DESTROYED
DURING CONSTRUCTION.
10. EXIST SURFACE FEATURES SHOWN ON ALL SHEETS HEREIN ARE BASED ON AERIAL AND FIELD
SURVEYS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXIST SURFACE FEATURES
WHETHER SHOWN OR NOT ON CIVIL SHEETS.
11. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH FEDERAL, STATE AND
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\GC001.dwg Plot date: Mar 02, 2022 04:11pm, CAD User: JoeNeves
LOCAL PERMITS OBTAINED FOR THE PROJECT.
12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR
COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS.
13. CONTRACTOR SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE
REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.
14. ONLY PLAN SETS STAMPED "ISSUED FOR CONSTRUCTION" SHALL BE USED BY THE PROJECT
CONTRACTOR(S).
15. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION
PLANS AND RECORD THE ACTUAL LOCATIONS OF THE CONSTRUCTED WORK AND ANY UTILITIES
ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO BE SUBMITTED BY THE
CONTRACTOR AS PER THE CONTRACT SPECIFICATIONS IN THE PRODUCTION OF RECORD
DRAWINGS.
16. UNLESS NOTED OTHERWISE, THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH
ABOVE AND BELOW GROUND, AS REQUIRED FOR CONSTRUCTION OF THE PROPOSED
IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING
THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH
OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH, IN
THE OPINION OF CONTRACTING OFFICER, IS UNSUITABLE FOR THE FOUNDATION OF CONSTRUCTED
WORKS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF AT A
COMMERCIAL DISPOSAL FACILITY.
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED XXX
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN XXX
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS
GENERAL CIVIL NOTES
CHECKED
XXX GC001
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION20
0
195 203
3+36
202
3+00
19
5 1
C201
20
2+
0
00
ROUGHENED
CHANNEL PLAN
200
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\C001.dwg Plot date: Mar 04, 2022 12:52pm, CAD User: JoeNeves
1+0 200
0
00
0+
200
200
20 0 1 HEADWORKS/
3+00 C205 FISH SCREEN PLAN
200
19
5
19500
200
2
2+0
0
19
5
20
2000 200
195 0
0+0
20
0
00
200 1+
PLAN
0" 20' 40'
SCALE: 1"= 20'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
C001
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES OVERALL SITE KEY PLAN PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONSHEET NOTES:
1. THIS DEWATERING PLAN IS PROVIDED AS A GUIDE AND
AN EXAMPLE OF HOW THE CONTRACTOR COULD
DEWATER THE SITE FOR THE PURPOSES OF
CONSTRUCTION.
2. CONTRACTOR MUST SUBMIT A DEWATERING PLAN
FOR REVIEW AND APPROVAL PRIOR TO INITIATING THE
DEWATERING OF AUBURN RAVINE.
3. PRIOR TO DEWATERING THE WORK AREA, A FISH
RESCUE AND RELOCATION OPERATION WILL BE
20 205 CONDUCTED. CONTRACTOR WILL COORDINATE THE
0 PLANNED DEWATERING WITH THE ENGINEER.
4. CONTRACTOR WILL MONITOR AND MAINTAIN THE
COFFERDAMS THROUGHOUT THE PERIOD OF
B CONSTRUCTION.
195 203
D SHEET KEY NOTES:
202 A. INSTALL UPSTREAM COFFERDAM. WATER SURFACE ELEVATION
UPSTREAM OF THIS COFFERDAM MUST BE SUFFICIENT TO SUPPLY
IRRIGATION WATER TO HEMPHILL CANAL (APPROX. 200 FT)
19 B. INSTALL DOWNSTREAM COFFERDAM.
5
C. INSTALL HEMPHILL CANAL COFFERDAM.
20 A
0 D. PIPE OR CANAL TO CONVEY AUBURN RAVINE FLOW. AUBURN
RAVINE VARIES IN FLOWS DEPENDENT ON ENVIORNMENTAL
200 CONDITIONS, FLOWS OVER THE PAST 9 YEARS HAVE PEAKED AT
APPROXIMATLY 65 CFS.
E. PIPE OR CANAL TO CONVEY HEMPHILL CANAL FLOW. FLOW RATE
OF IRRIGATION WATER TO HEMPHILL CANAL WILL BE
DETERMINED BY NID AND CAN FLUCTUATE FROM 3 CFS TO 8 CFS.
CONTRACTOR IS RESPONSIBLE TO PROVIDE UNINTERUPTED FLOW
200 THROUGHOUT THE IRRIGATION SEASON.
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\C051.dwg Plot date: Mar 04, 2022 12:26pm, CAD User: JoeNeves
200 200
2 00
200 205
19
5
C 2005
20
192500
200
0
20
19
220000
5
200
19500
200
2
200 195
19
5
E
195
195
200
20
0
20
5
205
200
200
205
20
5
DEWATERING PLAN
0" 30' 60'
SCALE: 1"= 30'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED J. BURGI
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED XXX
C051
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES DEWATERING PLAN PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONSHEET NOTES:
1.
A
200 203 201 C202
G F B
E D C202
C203 C203 C203 202
H C203
203
C204
219
202 200
200
218 200
217
204
216
1 SHEETPILE
221
LOW-FLOW C204 CUTOFF WALL
CHANNEL COORDINATE POINTS
195 END OF ROUGHENED
CHANNEL STA 2+60
POINT NO NORTHING (FT) EASTING (FT) DESCRIPTION
2+00
200 2089372.61 6774476.86 ROUGHENED CHANNEL
205
1+00 201 2089340.61 6774533.02 ROUGHENED CHANNEL
3+00 206
195
3+36 202 2089313.20 6774598.37 ROUGHENED CHANNEL
220 222 223
TRANSITION FROM ROUGHENED 200 19
203 2089297.80 6774608.32 ROUGHENED CHANNEL
195
CHANNEL TO NATURAL 20 5 204 2089291.42 6774594.32 ROUGHENED CHANNEL
STREAMBED STA. 2+60 - 2+80 0
190+00
5 205 2089229.94 6774563.16 ROUGHENED CHANNEL
207 20
195 215 0
206 2089216.29 6774571.99 ROUGHENED CHANNEL
214 208
209
207 2089228.08 6774555.60 ROUGHENED CHANNEL
200 210
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\C201.dwg Plot date: Mar 04, 2022 03:37pm, CAD User: JoeNeves
212 211 C 208 2089220.87 6774552.12 ROUGHENED CHANNEL
213
C202
0 209 2089236.27 6774508.64 ROUGHENED CHANNEL
20
ROUGHENED CHANNEL 210 2089251.64 6774479.10 ROUGHENED CHANNEL
PLAN MATERIAL (TYP)
1
0" 20' 40' C001 211 2089265.30 6774440.86 ROUGHENED CHANNEL
SCALE: 1"= 20'
212 2089281.23 6774406.34 ROUGHENED CHANNEL
213 2089287.14 6774398.33 ROUGHENED CHANNEL
214 2089294.98 6774394.92 ROUGHENED CHANNEL
200 200
ROCK BAND IMMEDIATELY TRANSITION TO 215 2089301.85 6774394.28 ROUGHENED CHANNEL
DOWNSTREAM OF SHEETPILE NATURAL STREAM BED,
TRANSITION TO NATURAL SEE DETAIL 3/C204
STREAM BED WITH RIP ROCK BAND AT BASE OF 216 2089369.27 6774427.97 ROUGHENED CHANNEL
RAP D50 = 2.5 FT ROUGHEDNED CHANNEL
196 196
217 2089373.34 6774431.10 ROUGHENED CHANNEL
218 2089374.05 6774439.88 ROUGHENED CHANNEL
192 192 219 2089367.55 6774460.65 ROUGHENED CHANNEL
220 2089335.75 6774433.58 LOW-FLOW CHANNEL CL
188 188 221 2089311.85 6774488.54 LOW-FLOW CHANNEL CL
ESM INSTALLED IN LIFTS GROUP A & B ROCKS
NO THICKER THAN 1 FT DISPERSED THROUGHOUT 222 2089273.04 6774526.37 LOW-FLOW CHANNEL CL
ROUGHENED CHANNEL
END ROUGHENED PZ-35 SHEET PILE
CHANNEL STA 2+60 CL STA 1+00 223 2089253.13 6774567.67 LOW-FLOW CHANNEL CL
184 184
180 180
3+36 3+00 2+00 1+00 0+00
PROFILE
0" 20' 40'
SCALE: HORIZ 1"= 20'
0" 4' 8'
VERT 1"= 4'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS ROUGHENED CHANNEL - PLAN AND
CHECKED V. AUTIER
C201
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES PROFILE PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION210 210 210 210
BANK ROCK PER SPEC.
2.00' R BOTH SIDES (TYP)
198.00
EG LIVE STAKE. BOTH
4.00' R
SIDES (TYP)
198.00
0.00'
197.00 5.50' R
2: 198.75 2:
1
1 1
2:
1
2:
200 200 200 200
SS=0.00 SS=0.05
SS=0.05
PZ 35
SHEETPILE
190 190 190 190
EG
ESM MINIMUM
3.75' THICK. ENTIRE
BANK FULL WIDTH.
BO PILE EL 182.0
180 180 180 180
-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60
STATION 1+00.00 A STATION 1+50.00 C
SCALE: HORIZ 1"= 10' 0" 10' 20' C201 SCALE: HORIZ 1"= 10' 0" 10' 20' C201
0" 5' 10' 0" 5' 10'
VERT 1"= 5' VERT 1"= 5'
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\C202.dwg Plot date: Mar 04, 2022 01:02pm, CAD User: JoeNeves
1+75
210 210 210 210
EG
11.00'
8.00'
1
1
2: 4.00' 2:
2:
2:
1 1
200 200 200 200
SS=0.025 SS=0.025
SS=0.025
190 190 190 190
ESM MINIMUM
3.75' THICK. ENTIRE
BANK FULL WIDTH.
180 180 180 180
-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60
STATION 1+25.00 B STATION 1+75.00 D
SCALE: HORIZ 1"= 10' 0" 10' 20' C201 SCALE: HORIZ 1"= 10' 0" 10' 20' C201
0" 5' 10' 0" 5' 10'
VERT 1"= 5' VERT 1"= 5'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
C202
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES ROUGHENED CHANNEL - SECTIONS 1 PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTION2+00
210 210 210 210
BANK ROCK PER SPEC.
BOTH SIDES (TYP)
LIVE STAKE.
BOTH SIDES (TYP) EG
11.00'
2: 8.00' EG
1
200 200 200 2: 200
1
2:
4.00' 1
1
2:
SS=0.10 SS=0.10
SS=0.10 SS=0.10
190 190 190 190
ESM MINIMUM 3.75'
THICK. ENTIRE BANK
FULL WIDTH (TYP).
180 180 180 180
-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60
STATION 2+00.00 E STATION 2+50.00 G
SCALE: HORIZ 1"= 10' 0" 10' 20' C201 SCALE: HORIZ 1"= 10' 0" 10' 20' C201
VERT 1"= 5' VERT 1"= 5'
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\C203.dwg Plot date: Mar 03, 2022 01:27pm, CAD User: JoeNeves
2+25
210 210 210 210
EG
EG
2:
200 1 200 200 200
2:
1
1
2:
1
2:
SS=0.10 SS=0.10
SS=0.10 SS=0.10
190 190 190 190
180 180 180 180
-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60
STATION 2+25.00 F STATION 2+60.00 H
SCALE: HORIZ 1"= 10' 0" 10' 20' C201 SCALE: HORIZ 1"= 10' 0" 10' 20' C201
VERT 1"= 5' VERT 1"= 5'
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
C203
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES ROUGHENED CHANNEL - SECTIONS 2 PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONESM TRANSITION FROM EXISTING
GROUND OVER TOP OF SHEETPILE
PROTRUDE NO MORE THAN ESM INSTALLED UP TO
1/3 OF ROCK HEIGHT AND OVER THE TOP OF SHEETPILE
SLOPE AS SHOWN
IN PROFILE
2:1
1.00'
EXISTING GROUND
1.00'
1.00'
NOTES:
ROCKS GREATER PZ-35 SHEET PILE
THAN LIFT THICKNESS 1. ESM SHALL BE INSTALLED IN LIFTS NO
GREATER THAN 1 FOOT.
2. EACH LIFT SHALL BE COMPACTED USING
FLOODING OR JETTING METHODS UNTIL
WATER REMAINS FLOWING ON SURFACE. SHEETPILE CUTOFF WALL DETAIL 3
SCALE: NTS
TYPICAL ESM LIFT PLACEMENT 1
SCALE: NTS
Path: C:\Vault20\Nevada Irrigation District\Hemphill Diversion\C204.dwg Plot date: Mar 04, 2022 03:42pm, CAD User: JoeNeves
12"
-2
1.50'
SS =
4"
2:1
VARIES
VARIES
2.00' 2.00'
24"
.75'
1.00'
- 36
SS = 20:1
"
TYPICAL SECTION 2
SCALE: NTS
NEVADA IRRIGATION DISTRICT DRAWING
DESIGNED K. JENSEN
0
WARNING
1/2 1 McMILLEN HEMPHILL DIVERSION PROJECT
DRAWN J. NEVES
JOB NO: 000000
IF THIS BAR DOES NOT
MEASURE 1" THEN JACOBS CHECKED V. AUTIER
C204
B 03/04/22 JB SUBMITTED FOR 90% DESIGN REVIEW DRAWING IS NOT TO SCALE. ASSOCIATES ROUGHENED CHANNEL - DETAILS PROJECT DATE 03/04/22
A 01/19/21 JB SUBMITTED FOR 50% DESIGN REVIEW
REV DATE BY DESCRIPTIONYou can also read
